BHS Roof 1.pdf

PDF 15 MB Posted Apr 8, 2026

Attached to: Branford High School Roof Replacement
Solicitation number: 36006
Issued by: New Haven County, Bridgeport City, Connecticut

About this file

Written by GovTribe AI · Apr 27, 2026

This is a set of architectural drawings and project specifications prepared by Antinozzi Associates for Branford Public Schools in Connecticut detailing a roof replacement and translucent wall panel replacement project at Branford High School located at 185 East Main Street, Branford, Connecticut. The project, designated State Project No. 014-0036 RR - Phase 1 of 1, involves the complete replacement of roofing systems and associated translucent wall panels, with work including removal of asbestos-containing flashing, installation of new insulation and roofing materials, replacement of roof-mounted equipment bases with appropriate clearances, and installation of translucent panel systems. The drawings are dated March 4, 2026, and include site logistics plans, partial roof plans for two separate roof areas (Plans A and B), taper plans, translucent panel construction details and elevations, and comprehensive roof details with specifications. The project requires all contractors to visit the site and verify dimensions in the field before bidding and to familiarize themselves with existing building and working conditions prior to submitting proposals.

The specifications establish that all roofing work must conform to the 2022 Connecticut State Building Code, 2021 International Building Code, and applicable NFPA and OSHA standards. The contractor is responsible for all wood blocking, flashing at drains and curbs, roof transitions, and patching of all roof openings and former mechanical penetrations. Asbestos-containing flashing materials must be removed from perimeter edges and curbs with a minimum one-foot setback and must be removed entirely from masonry, metal, and other surfaces with no visible residue remaining. All new roofs shall slope at a minimum of one-quarter inch per foot with half-inch crickets typical, and all new roof-mounted mechanical equipment must maintain a minimum eight-inch clearance. Contractors are required to obtain all necessary permits, maintain adequate insurance with proof provided before work commencement, coordinate all work including items noted as "N.I.C." or "By Owner," and maintain the work area in a clean condition throughout the project duration.

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File	Type	Posted
36006_Apr_9_26_solicitation_doc.pdf	PDF	Apr 8, 2026
BHS Roof 2.pdf	PDF	Apr 8, 2026
36006_Apr_20_26_solicitation_doc.pdf	PDF	Apr 8, 2026
36006_Apr_27_26_solicitation_doc.pdf	PDF	Apr 8, 2026

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Bridgeport, Connecticut 06604

TEL (203) 377-1300 FAX (203) 378-3002

www.antinozzi.com

271 Fairfield Avenue

BRANFORD PUBLIC SCHOOLS

BRANFORD HIGH SCHOOL

ROOFING AND TRANSLUCENT

WALL PANEL REPLACEMENTS

185 EAST MAIN STREET BRANFORD, CONNECTICUT

State Project No.: 014-0036 RR - PHASE 1 OF 1

SUPERINTENDENT OF SCHOOLS:

Dr. Christopher Tranberg

March 04, 2026

BRANFORD HIGH SCHOOL

185 E Main St, Branford, CT

06405

DRAWING LIST, GENERAL

NOTES, ABBREVIATIONS,

GRAPHIC LEGENDS AND

SITE LOCATION MAP

AS NOTED RMR PAL

INFO-1

GRAPHICS LEGEND SITE LOCATION PLANABBREVIATIONS

METALMTL.

HOLD OPEN (ELECTRO MAGNETIC)

HEATING, VENTILATION AND

HIGH DENSITY FIBERBOARD

CT STATE BUILDING CODE

CONCRETE MASONRY UNIT

CLEAN AND WAX

COLD WATER

CERAMIC TILE

DISPENSER

DURANODIC

DRINKING FOUNTAIN

DOWNSPOUT

DIAGONAL

DIAMETER

CAULKING

CONTROL JT.

CONTINUOUS

CONCRETE

C & W

C.W.

C.T.

DISP.

DUR.

DEG.

D.F.

DS.

DWG.

ØDIA.

DN.

DIAG.

DET./DTL.

C.S.B.C.

CLG.

CLKG.

C.J.

CONT.

CRS.

COL.

C.M.U.

CONC.

CLR.

DEGREE

DETAIL

DRAWING

DOWN

CEILING

COURSE

COLUMN

CLEAR

HOT WATER

HIGH POINT

ISOLATED GROUND

INSIDE DIAMETER

AIR CONDITIONING

HEIGHT

HOUR

H.W.

H.P.

I.G.

I.D.

HVAC

HT.

HR.

GALVINIZED

GAUGE

GYPSUM BOARD

HANDICAPPED

HOLLOW METAL

GLASS

GALV.

G.C.

GA.

H.O.

HDFBD

H.M.

GL.

GYP. BD.

GENERAL CONTRACTOR

UNLESS OTHERWISE NOTEDU.O.N.

WASH FOUNTAIN

WITH

WHITE BOARD

VINYL COMPOSTION TILE

WATER CLOSET

VERTICAL

VERIFY IN FIELD

WOOD

WASH. F.

VCT

W.C.

W.B.

VERT.

V.I.F.

WD.

WITHOUTW/O

TOP OF DECK

TEMPERED

TACKBOARD

TOP OF STEEL

TREAD

T.O.D.

TEMP.

T.B.

T.O.S.

THICK

TYPICAL

U.L.

THK.

TYP.

T & B TOP AND BOTTOM

UNDERWRITERS LABORATORY

OUTSIDE DIAMETER

OVERHEAD

OPPOSITE

OPENING

O.H.

OPP.

OPG.

O.D.

PROJECTION SCREEN

PAINT

PARTICLEBOARD

PLASTER

PLASTIC LAMINATE

PROPERTY LINE

PLYWOOD

P.S.

P., PTD.

PLAS.

P.LAM.

P.L.

PLYWD.

PART. BD.

OVERFLOW ROOF DRAINORD.

NATIONAL FIRE PREVENTION

OCCUPANT(S)

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOT TO SCALE

MULLION

ON CENTER

OCC.

N.F.P.A.

N.I.C.

NO.

N.T.S.

MUL.

O.C.

FIBER REINFORCED PLASTIC

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

EXPANSION JOINTE.J.

CAST IRON

CABINET HEATER

CAPACITY

CATCH BASIN

CHALKBOARD

CENTER LINE

BITUMINOUS

ALUMINUM SADDLE

ACCESS PANEL

ARCHITECTURAL

CLEAN, CLOSER

BENCH MARK

BLOCKING

ALTERNATE

APPROXIMATE

AGGREGATE

C.I.

C.H.

CAP.

C.B.

BEAM

BIT.

A.S.

A.P.

ARCH.

BLDG.

BD.

CAB.

B.U.

BRK.

B.M.

BOT.

BM.

BLKG.

ALT.

ALUM.

AGGR.

APPROX.

BUILDING

BOARD

CABINET

BUILT UP

BRICK

BOTTOM

ALUMINUM

FACE OF BRICKF.O.B.

FIRE RATED

FACE OF CONCRETE

FOOT OR FEET

FURRING

FOOTING

F.R.P.

F.R.

FT.

F.O.C.

FURR.

FTG.

EMERGENCYEMER

FLOOR DRAIN

ELECTRICAL PANEL

EQUIPMENT

EXPANSION JOINT

EXTERIOR

FOUNDATION

FIRE EXTINGUISHER

EQUAL

FLUORESCENT

FLOOR

FINISH

FINISH FLOOR

F.D.

E.W.C.

E.P.

EXIST.

EQUIP.

EXT.

F.E.

FDN.

EQ.

F.E.C.

FLUOR.

FIN.

FLR.

F.F.

EXP. JT.

ELEVATIONEL. ELEV.

ELEVATIONELEV.

ELEC. ELECTRICAL

EXISTING (BY OWNER)

ABOVE FINISHED FLOOR

ACOUSTICAL CEILING TILE

ANCHOR BOLT

A.F.F.

ACT

AB. EPOXY

EACH

EA. RADIUSRAD.

STAINLESS STEELS.S.

SYSTEM

STAIN

STANDARD

STEEL

SUSPENDED

STRUCTURAL

SYS.

ST.

STD.

STL.

SUSP.

STRUC.

STATE FIRE SAFETY CODE

STANDPIPE CABINET

SOLDIER COURSE

RAIN WATER LEADER

ROOF VENT

RIGHT HAND

ROOM

ROUGH OPENING

REQUIRED

SHEET

SIMILAR

SECTION

SQUARE FOOT

SCHEDULE

SP. CAB.

S.F.S.C.

S.C.

R.W.L.

R.V.

R.H.

REQ'D.

R.O.

SHT.

SIM.

S.F.

SECT.

SCHED.

SQUARE

SPECIFICATION

SQ. OR

SPEC.

REFRIGERATOR

ROOF DRAIN

R.C.P.

REFR.

R.D.

REINF. REINFORCED

REINFORCED CONCRETE PIPE

MASONRY

MARBLE SADDLE

MANHOLE

MINIMUM

MASONRY OPENING

MISCELLANEOUS

MSY

M.S.

M.H.

MIN.

M.O.

MISC.

JAMB OPENING WIDTHJ.O.W.

LEAD COATED COPPER

JOIST

JOINT

KITCHEN

LAMINATE

LAVATORY

LABORATORY

L.C.C.

JST.

KIT.

JT.

LAV.

LAM.

LAB.

LOUVER

LEFT HAND

LIGHT

LOW POINT

MAXIMUM

MEMBRANE

MANUFACTURER

MECHANICAL

LVR.

L.H.

LT.

MAX.

MECH.

MEMB.

MFR.

L.P.

JANITOR

INVERT

JAMB OPENING HEIGHT

JAN.

INV.

J.O.H.

RISERR.

INTERIOR

INFORMATION

INT.

INFO

INSULATIONINSUL.

NOT APPLICABLEN/A

DRAWING LIST

COVER PROJECT NAME AND ADDRESS;

INFO-1 DRAWING LIST, GENERAL NOTES, ABBREVIATIONS, GRAPHICS LEGEND AND SITE LOCATION MAP

ARCHITECTURAL

A-001 SITE LOGISTICS PLAN

ACM-01 PARTIAL ROOF PLAN - A ASBESTOS ABATEMENT

ACM-02 PARTIAL ROOF PLAN - B ASBESTOS ABATEMENT

A-1R1 PARTIAL ROOF PLAN - A

A-1R2 PARTIAL ROOF PLAN - B

TP-1R1 OVERALL TAPER PLAN

A-101 TRANSLUCENT PANEL CONSTRUCTION PLAN

A-150 ROOF DETAILS

A-151 ROOF DETAILS

A-152 ROOF DETAILS

A-301 TRANSLUCENT PANEL ELEVATIONS AND DETAILS

State Building Code w/ Supplement(s):

2022 State Building Code - State of Connecticut

2021 International Building Code 2021 International Existing Building Code 2021International Mechanical Code 2021 International Plumbing Code 2021 NFPA 70 National Electrical Code 2021 International Energy Conservation Code 2017 ICC/ANSI A117.1 Accessible and Usable Building and Facilities

2022 Connecticut State Fire Safety Code 2022 Connecticut State Fire Prevention Code

Current

Title 29 / Labor (current) 2010 ADA Standards for Accessible Design

State Fire Code w/ Supplement(s):

O.S.H.A.

FEDERAL LAWS:

APPLICABLE CODES

CODES TO WHICH THIS PROJECT WAS DESIGNED:

STATE HEATH CODE

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

O F

GENERAL ROOF NOTES

A. ALL DIMENSIONS TO BE VERIFIED IN FIELD.

B. ROOFING CONTRACTOR IS RESPONSIBLE FOR ALL WOOD BLOCKING , FLASHING AT DRAINS, CURBS, ROOF

TRANSITIONS, ETC. ALL WOOD BLOCKING TO BE PRESERVATIVE TREATED.

C. PROVIDE INSULATED EDGE STRIPS TO TRANSITIONS ROOFING BETWEEN HIGH POINTS AND LOW POINTS.

D. WHERE MECHANICALLY FASTENING RIGID ROOF INSULATION TO ANY CONCRETE OR MASONRY BASE MATERIAL, PRE DRILL ALL HOLES PER MANUFACTURER INSTRUCTIONS.

E. PATCH ALL ROOF OPENINGS, INCLUDING BUT NOT LIMITED TO: FORMER MECHANICAL PENETRATIONS, VENT PIPE, ETC. AS REQUIRED.

F. PROVIDE ALL NEW PIPE EXTENSIONS AT EXISTING VENT PIPE PENETRATION FOR THE REQUIRED HEIGHT OF 8"

MIN. TYPICAL.

G. ALL NEW ROOFS SHALL SLOPE AT 1/4" PER FOOT (MIN) WITH 1/2" CRICKET (TYP.)

H. CONTRACTOR SHALL CONFIRM THE DIMENSIONS OF THE EQUIPMENT BASES AND THE EXTENT OF THE TAPERED

CRICKETS REQUIRED TO KEEP WATER OFF THE UNITS.

I. COMPOSITION AND ARRANGEMENT OF EXISTING WOOD BLOCKING HAS NOT BEEN VERIFIED. INSTALL ALL NEW 2X P.T. BLOCKING ANCHORED TO DECK. ATTACH FASCIA AND FASCIA EXTENSION. MAINTAIN A CONSISTENT

TOP OF WALL HEIGHT. TYPICAL.

J. ELEVATION OF TOP OF FASCIA SHALL BE CONSISTENT FOR EACH ROOFING AREA EXCEPT WHERE ROOFING IS

SLOPED AND THE DEPTH OF INSULATION CONTINUOUS.

K. CONTRACTOR SHALL VERIFY MAXIMUM INSULATION THICKNESS, INCLUDING CRICKETS AND COVER BOARD, BEFORE SETTING BLOCKING AND ESTABLISHING THE TOP HEIGHT OF FASCIA.

L. ALL MATERIAL ARE NEW UNLESS OTHERWISE NOTED EXISTING.

M. PROVIDE WALKING PAD TO MECHANICAL EQUIPMENT AND OTHER ROOF MOUNTED FACILITIES AS INDICATED ON

PLAN.

N. TEMPORARILY REMOVE WITH CARE ROOF MOUNTED MECHANICAL EQUIPMENT AND ALL OTHER ROOF ACCESSORIES AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK SO THAT BLOCKING SUFFICIENT TO RAISE THE UNIT TO 8" MIN. CLEARANCE CAN BE INSTALLED. TEST TO ENSURE PROPERLY WORKING ONCE

REINSTALLED.

GENERAL NOTES

A. ALL CONTRACTORS SHALL VISIT THE PROJECT SITE AND FAMILIARIZE

THEMSELVES WITH ALL BUILDING AND WORKING CONDITIONS BEFORE

SUBMITTING A BID.

B. ALL CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AS

REQUIRED BEFORE SUBMITTING SHOP DRAWINGS AND/OR PRIOR TO

PERFORMING ALL WORK REQUIRED AS SHOWN ON THESE DRAWINGS. ALL

WALLS AND/ OR PERMANENTLY LOCATED ITEMS IN PROJECT SHALL BE

CHALKED ON THE FLOOR TO VERIFY ACCURACY OF LAYOUT PRIOR TO

CONSTRUCTION. ALL DISCREPANCIES THAT MAY IMPEDE THE FINISHED

PRODUCT OF THIS CONTRACT SHALL BE DISCUSSED WITH THE ARCHITECT

BEFORE PROCEEDING WITH WORK.

C. ALL CONTRACTORS TO HAVE ADEQUATE INSURANCE AND SHALL SUBMIT

PROOF OF SAME BEFORE STARTING WORK.

D. ALL CONTRACTORS SHALL OBTAIN AND PAY FOR ANY PERMITS REQUIRED

FOR THEIR DISCIPLINE.

E. GENERAL CONTRACTOR SHALL COORDINATE AND INSTALL ALL WORK,

INCLUDING ALL N.I.C. OR "BY OWNER" ITEMS NOTED TO BE INSTALLED BY

CONTRACTOR. CONTACTS FOR N.I.C. OR "BY OWNER" ITEMS SHALL BE

PROVIDED BY OWNER.

F. ALL WORK SHALL CONFORM TO EXISTING CODES, REGULATIONS, AND

SEISMIC REQUIREMENTS, AND BE DONE IN A FIRST CLASS CRAFTSMAN- LIKE

MANNER, ACCORDING TO GOOD CONSTRUCTION PRACTICES.

G. ALL CONTRACTORS TO BE RESPONSIBLE FOR KEEPING AREAS ADJACENT TO

WORK AREA CLEAN AND FREE FROM ALL MATERIALS CONNECTED WITH

ALTERATION/ RENOVATION WORK. AREAS TO BE CLEANED AT THE END

OF EACH WORK DAY.

H. ANY CUTTING, PATCHING, OR DEMOLITION FOR THIS PROJECT SHALL BE

PERFORMED BY EACH CONTRACTOR AS REQUIRED.

I. ALL SURFACES DISTURBED BY DEMOLITION & NEW CONSTRUCTION

OPERATIONS SHALL BE PATCHED & REPAIRED TO MATCH AND BLEND W/

EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED.

J. ALL COLORS, MATERIALS, ETC. TO BE SELECTED BY ARCHITECT. SUBMIT

SAMPLES FOR REVIEW IF ANY SUBSTITUTIONS ARE PROPOSED.

K. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS GOVERN. IN CASE OF

DISCREPANCY, CONSULT ARCHITECT PRIOR TO PROCEEDING.

L. CONTRACTOR TO CONFIRM STAGING AREA WITH OWNER TO MINIMIZE

THE DISTURBANCE OF DAILY BUILDING OPERATIONS AND TO PROTECT

EXISTING SITE ELEMENTS, (PAVEMENT, SIDEWALKS, LANDSCAPING ETC.)

M. ALL CONTRACTORS ARE TO BE CONSIDERED PRIMARY FOR THEIR

PARTICULAR DISCIPLINE: THE NOTES APPLY TO ALL.

NOTE: ALL CONTRACTORS TO BE CONSIDERED PRIMARY FOR THEIR PARTICULAR DISCIPLINE; THESE NOTES APPLY TO ALL IN ALL AREAS OF REQUIRED WORK.

BRANFORD HIGH SCHOOL

PARKING

FOOTBALL FIELD

CONTRACT STAGING/

PARKING AREA

NORTH

LEGEND

STAGING AREA

BRANFORD HIGH SCHOOL

CONTRACT LIMIT LINE

PROPERTY LINE

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

O F

SITE LOGISTICS

PLAN

AS NOTED RMR PAL

A-001

WINDOW BELOW

MATCH LINE A-1R2

MATCH LINE A-1R1

MATCH LINE A-1R2

MATCH LINE A-1R1

C1 SCALE: 1/16" = 1'-0"

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

R R

DRAWING TITLE:

AS NOTED RMR PAL

ACM-01

350 Fairfield Ave., Suite 404 Bridgeport, CT 06604 203-324-2222

DRAWING TITLE:

PARTIAL ROOF PLAN - A

ASBESTOS ABATEMENT

GENERAL ROOF ABATEMENT NOTES

A. PERIMETER EDGE AND CURB FLASHING SHALL BE REMOVED AS ASBESTOS

CONTIANING ON ALL ROOFS.

B. FLASHING MUST BE REMOVED A MINIMUM OF ONE (1') FOOT OUT FROM ROOF

EDGES AND CURBS.

C. FLASHING ON MASONRY, METAL, ETC. SHALL BE REMOVED ENTIRELY WITH NO

VISIBLE RESIDUE REMAINING.

D. WHERE EPDM ROOFING IS PRESENT, ASBESTOS CONTAINING FLASHING IS

PRESENT UNDER THE EPDM.

1 1

ROOF ABATEMENT CODES

1. INTERIOR ROOF DRAIN INSULATION. TENT CONTAINMENTS AND FINAL

CLEARANCES MUST BE USED FOR ALL ROOF DRAIN LOCATIONS WITH >3 SF OF

MATERIAL. IT IS RECOMMENDED THAT ALL DRAINS BE PERFORMED IN TENT

CONTAINMENT INSTEAD OF GLOVEGABS FOR MATERIALS <3 SF.

STATE OF CONNECTICUT

DEPARTMENT OF PUBLIC HEALTH

PURSUANT TO TI-IE PROVISIONS OF TI-IE GENERAL STATIITES OF CONNECTICUf nm INDIVIDUAL NAMED BELOW IS CERTIFIED BY nns DEPARTMENT AS A

ASBESTOS CONSUL TANT-PROJECT DESIGNER

CERTIFJCA TE NO.

JAMES M. TWITCHELL

000221

CURRENT TIIROUGH

07/31/26

VALIDA 11ON NO --,,..---

~4ff =--z: =- SJONAlUJlB

03-216418

~ ~t., ~- MANI.VIA , COMMmlONEJl

MATCH LINE ACM-01

MATCH LINE ACM-02

B R

A N

D P

U B

S C

H O

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

R O

T N

O F

MATCH LINE A-1R1

MATCH LINE A-1R2

MATCH LINE A-1R1

MATCH LINE A-1R2

A1 ASBESTOS ABATEMENT

SCALE: 1/16" = 1'-0"

N B

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

R R

DRAWING TITLE:

AS NOTED RMR PAL

ACM-02

PARTIAL ROOF PLAN - B

ASBESTOS ABATEMENT

350 Fairfield Ave., Suite 404 Bridgeport, CT 06604 203-324-2222

CODES

1. INTERIOR ROOF DRAIN INSULATION. TENT CONTAINMENTS AND FINAL

CLEARANCES MUST BE USED FOR ALL ROOF DRAIN LOCATIONS WITH >3 SF OF

MATERIAL. IT IS RECOMMENDED THAT ALL DRAINS BE PERFORMED IN TENT

CONTAINMENT INSTEAD OF GLOVEGABS FOR MATERIALS <3 SF.

1 1

STATE OF CONNECTICUT

DEPARTMENT OF PUBLIC HEALTH

PURSUANT TO TI-IE PROVISIONS OF TI-IE GENERAL STATIITES OF CONNECTICUf nm INDIVIDUAL NAMED BELOW IS CERTIFIED BY nns DEPARTMENT AS A

ASBESTOS CONSUL TANT-PROJECT DESIGNER

CERTIFJCA TE NO.

JAMES M. TWITCHELL

000221

CURRENT TIIROUGH

07/31/26

VALIDA 11ON NO --,,..---

~4ff =--z: =- SJONAlUJlB

03-216418

~ ~t., ~- MANI.VIA , COMMmlONEJl

MATCH LINE ACM-01

MATCH LINE ACM-02

MATCH LINE ACM-01

MATCH LINE ACM-02

B R

A N

D P

U B

S C

H O

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

R O

T N

GGGGGGGGGGGGGG

R23

R24

MATCH LINE A-1R1

MATCH LINE A-1R2

R26

R18

R17

R20

R19

LOW

A-150

B2 A-150

LOW

A1 A-150

LOW

B1 A-150

C1 A-150

LOW

4 4

C3 A-150

2 17

HIGH TYP.

B4 A-151

SIM

HIGH

SIM.

C3 A-150

A1 A-151

LOW

A-150

SIM

2 2 14 14

4 4

C3 A-150

SIM

C2 A-150

A1 A-151

LOW

SIM

A-150

D1 A-150

A-151 LOW

A1 A-151

LOW C1

A-151

SIM

C3 A-150

B4 A-150

A1 A-151

LOW

SIM/HIGH

D3 A-150

SIM

D3 A-150

SIM

D3 A-150

LOW/SIM

B1 A-150

SIM.

D3 A-150

SIM

C3 A-150

LOW

HIGH

A-150

B4 A-150

C3 A-150

SIM

A-150

B4 A-150 C3

A-150HIGH

B2 A-150

A1 A-151

SIM /HIGH

LOW

C3 A-150

C1 A-151

C3 A-150

D4 A-150

SIM/HIGH

H.P.

R.D. R.D.

EF. EF.

AI.

VS.

A-150 EF.

EF. EF.

EF.

RD. RD.

EF.

VS.

B1 A-151

HIGH

SIM

A1 A-151

LOW

A1 A-151

LOW

AI. AI.

CU.

AI.

EF. EF.

DUCTDUCT RD.RD.

A1 A-151

SIM/HIGH

LOW

B2 A-150

SIM

SIM /HIGH

RD.

EF.

26SIM/HIGH

AHU

RD.

EF.

VS.

RD.

B4 A-151

SIM

C3 A-150

C1 A-151

SIM

SIM EX

SLO

RD.

RTU

EF.

EF.EF.

EF.

1/4"/1'-0"

EF.

D3 A-150

3 61 10

2 2

3 61 10

EF.

VS.

EF.

3 61 10

2 2

EF.

LOW

3 61 10

VS.

3 61 10

EF.

VS.

VS. VS.

VS.

EF.22

VS.

VS.VS.

VS.

EF.

SIM.

HIGH

5 10

C3 A-150

SIM.

R29

R28

C1 PARTAIL ROOF PLAN

SCALE: 1/16" = 1'-0"

8'-0"

AI.

3 61 10

DV.

AI.

1/4"/ 1'-0"

1/4 "/ 1'-0

EF.

EF.EF.

VS.VS.

VS. VS.

VS.

EF.

VS.

1/4"/ 1'-0"

H.P.1/ 4"/

1'- 0"

1/4"/1'-0"

1/ 4"/

1'- 0"

1/4"/1'-0"

1/ 4"/

1'- 0"

1/4 "/ 1'-0

VS.

MATCH LINE A-1R1

MATCH LINE A-1R2

17 17

1/4"/1'-0"

-0

N O

1/4 "/ 1'-0

-0

H.P.

H.P. H.P.

H.P.

1/4"/1'-0"

1/4"/1'-0" 1/4"/1'-0"

C3 A-150

SIM

N O

DIRECTION OF

STRUCTURAL

SLOPE

DIRECTION OF

STRUCTURALSLOPE

DIRECTION OF

STRUCTURAL

SLOPE

DIRECTION OF

STRUCTURALSLOPE

1/4"/ 1'-0"1/4"/ 1'-0"

1/ 4"/

1' -0

A-150

SIM

D1 A-150

SIM

. W

H W

DOW

BEL

27'-6

13'-6"

7' -0

'-0

H.P.

FULLY ADHERED EPDM ROOFING SYSTEM.

RIGID INSULATION TAPERED 1/4" PER FOOT FOR

DRAINAGE

ROOF GRAPHIC LEGEND

H.P. ROOF HIGH POINT

L.P. ROOF LOW POINT

DIRECTION OF STRUCTURAL SLOPE

EXISTING ROOF PENETRATIONS WITH CURBS

VENT STACK (VS.)

INTAKE VENTILATOR (IV.)

DRYER VENT (DV.)

RD. ROOF DRAIN (RD.)

EXISTING ROOF PENETRATIONS

WITH CURBS

ROOF TOP FAN (EF.)

ROOF TOP UNIT (RTU.)

EXISTING SKYLIGHT TO REMAIN

DIRECTION OF TAPERED INSULATION. 1/4" PER FOOT

TAPERED INSULATION CRICKET AT 1/2" PER FOOT

WALK PADS

REINSTALL EXISTING SOLAR PANELS AREA

FAN COIL ON STAND OR SLEEPERS(NO CURB)

GENERAL ROOF NOTES

A. ALL DIMENSIONS TO BE VERIFIED IN FIELD.

B. ROOFING CONTRACTOR IS RESPONSIBLE FOR ALL WOOD BLOCKING , FLASHING AT DRAINS, CURBS, ROOF

TRANSITIONS, ETC. ALL WOOD BLOCKING TO BE PRESERVATIVE TREATED.

C. PROVIDE INSULATED EDGE STRIPS TO TRANSITIONS ROOFING BETWEEN HIGH POINTS AND LOW POINTS.

D. WHERE MECHANICALLY FASTENING RIGID ROOF INSULATION TO ANY CONCRETE OR MASONRY BASE MATERIAL, PRE DRILL ALL HOLES PER MANUFACTURER INSTRUCTIONS.

E. PATCH ALL ROOF OPENINGS, INCLUDING BUT NOT LIMITED TO: FORMER MECHANICAL PENETRATIONS, VENT PIPE, ETC. AS REQUIRED.

F. PROVIDE ALL NEW PIPE EXTENSIONS AT EXISTING VENT PIPE PENETRATION FOR THE REQUIRED HEIGHT OF 8"

MIN. TYPICAL.

G. ALL NEW ROOFS SHALL SLOPE AT 1/4" PER FOOT (MIN) WITH 1/2" CRICKET (TYP.)

H. CONTRACTOR SHALL CONFIRM THE DIMENSIONS OF THE EQUIPMENT BASES AND THE EXTENT OF THE TAPERED

CRICKETS REQUIRED TO KEEP WATER OFF THE UNITS.

I. COMPOSITION AND ARRANGEMENT OF EXISTING WOOD BLOCKING HAS NOT BEEN VERIFIED. INSTALL ALL NEW 2X P.T. BLOCKING ANCHORED TO DECK. ATTACH FASCIA AND FASCIA EXTENSION. MAINTAIN A CONSISTENT

TOP OF WALL HEIGHT. TYPICAL.

J. ELEVATION OF TOP OF FASCIA SHALL BE CONSISTENT FOR EACH ROOFING AREA EXCEPT WHERE ROOFING IS

SLOPED AND THE DEPTH OF INSULATION CONTINUOUS.

K. CONTRACTOR SHALL VERIFY MAXIMUM INSULATION THICKNESS, INCLUDING CRICKETS AND COVER BOARD, BEFORE SETTING BLOCKING AND ESTABLISHING THE TOP HEIGHT OF FASCIA.

L. ALL MATERIAL ARE NEW UNLESS OTHERWISE NOTED EXISTING.

M. PROVIDE WALKING PAD TO MECHANICAL EQUIPMENT AND OTHER ROOF MOUNTED FACILITIES AS INDICATED ON

PLAN.

ROOF CONSTRUCTION NOTES

1. REMOVE ALL EXISTING ROOFING MEMBRANE, PERLITE BOARD,

TAPERED INSULATION, CANT'S, STONE WALKING PADS,GRAVEL,

GRAVEL STOPS AND MISCELLANEOUS FLASHING FROM ROOF

AREA DOWN TO EXISTING DECKING, TAKING CARE NOT TO

DAMAGE EXISTING ROOF DECK. INSTALL NEW FULLY ADHERED

ROOFING SYSTEM.

2. REMOVE EXISTING DRAIN ASSEMBLY. CUT DECK TO ALLOW

INSTALLATION OF NEW ROOF DRAINS. MODIFY EXISTING PIPING

AS REQUIRED FOR COMPLETE INSTALLATION. INSTALL NEW

ROOF CAST DRAINS WITH LARGE TAPERED INSULATION SUMP

AND PERFORATED STAINLESS STEEL EXTENSION. PROVIDE

DRAIN EXTENDER AS REQUIRED. REFER TO DETAIL D1/A-151

3. EXISTING MECHANICAL EQUIPMENT (RTU'S) TO REMAIN, RAISED

AND BE TO REINSTALLED. ALL RTU'S, FANS,HOODS, STACK

VENTS, ETC. MUST BE RAISED TO ACCOMMODATE HEIGHT OF

NEW INSULATION THICKNESS. MECHANICAL AND ELECTRICAL

CONTRACTOR SHALL RELEASE, RECAPTURE, RAISE, EXTEND,

LENGTHEN, DISCONNECT AND RECONNECT ALL ELECTRICAL,

COOLANT PIPING AND MECHANICAL EQUIPMENT AS REQUIRED

TO PROVIDE FLASHING HEIGHT AND FOR THE INSTALLATION OF

NEW EQUIPMENT RAILS. ALL RTU'S TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION.

4. PROTECT ALL EXISTING TRANSLUCENT PANEL SKYLIGHTS AND

SKYLIGHT ASSEMBLY TO REMAIN.

5. REMOVE ALL METAL COPINGS, FASCIA, GRAVEL STOPS,JOINT

COVER, BASE FLASHING AND ASSOCIATED WOOD BLOCKING.

U.O.N. INSTALL NEW PRE-FABRICATED ALUMINUM FASCIA,

FASCIA EXTENSION SYSTEM AND P.T. WOOD BLOCKING.

TYPICAL.

6. PROVIDE NEW PIPE SEAL AND PIPE EXTENSIONS AT EXISTING

PIPE VENT AS REQUIRED. REFER TO DETAIL: B3/A-151

7. TEMPORARILY REMOVE WITH CARE ROOF MOUNTED SOLAR

PANEL SYSTEM. INCLUDING BUT NOT LIMITED TO:PAVERS,

PANELS, MOUNTING HARDWARE, ETC. PROTECT AND STORE

FOR RE-INSTALLATION. RE-INSTALL SOLAR PANELS AND ALL

ASSOCIATED EQUIPMENT IN SAME LOCATION AS EXISTING.

8. REMOVE ALL PITCH POCKET ASSEMBLIES AND PREP FOR NEW

PITCH POCKET ASSEMBLY. REFER TO DETAIL: C2/A-151.

9. REMOVE EXISTING ROOF LADDER ASSEMBLIES AND PREP AREA

TO RECEIVE NEW OSHA COMPLIANT STEEL LADDER WITH

PARAPET PLATFORM. COORDINATE FINAL ROOF LADDER

LOCATION WITH OWNER. PROVIDE CLEAR FOOT SPACE AT ALL

LADDERS. REFER TO DETAIL C5/A-150

10. TEMPORARILY REMOVE AND RAISE ELECTRICAL LINES ,GAS

LINES, ROOF TOP PIPE SUPPORTS AS REQUIREDFOR NEW

WORK.EXISTING H.V.A.C. / GAS PIPING/ELECTRICAL LINES WITH

NEW PIPE SUPPORT ASSEMBLY PLACED AT EVERY

UNION,JUNCTION AND SOURCE AND AT 6'-0" O.C OR AS

MANUFACTURER RECOMMENDATIONS. GAS PIPING TO BE

PAINTED YELLOW. REFER TO DETAIL A5/A-150.

11. LINE OF EXISTING WALL BELOW.

12. REMOVE EXISTING GUTTER ASSEMBLY AND PREP AREA TO

RECEIVE NEW GUTTER AND DOWNSPOUT. EXTEND TO GRADE

BELOW AND RECONNECT TO UNDERGROUND SYSTEM.

13. EXISTING ROOF TOP UNIT ON DUNNAGE TO REMAIN.

14. EXISTING THROUGH ROOF DUCT(S) TO REMAIN. PROVIDE

FLASHING AS REQUIRED TO MAINTAIN DUCT PENETRATION.

15. EXISTING OVER HEAD DUCT(S) TO REMAIN PROVIDE NEW DUCT

SUPPORT ASSEMBLY.

16. END CLOSURE DETAIL AT PARAPET. REFER TO DETAIL:

C2/A-151.

17. THRU WALL OVERFLOW DRAIN ASSEMBLY. REFER TO DETAIL:

B1/A-151.

18. NEW ROOF HATCH WITH SAFETY RAILING SYSTEM.TOP OF RAIL

TO BE SET 42" ABOVE THE ROOF SURFACE AND 10' FROM ROOF

EDGES. ADD NEW BLOCKING AS REQUIRED. PROVIDE NEW WALL

MOUNTED INTERIOR FIXED WALL LADDER & BRACKETS. IN

EXISTING LOCATION. EXACT HEIGHT FROM FLOOR TO TOP OF

ROOF HATCH TO BE VERIFIED IN FIELD.REFER TO DETAIL

D4/A-151

19. INFILL EXISTING FLOOR OPENING TO MATCH ADJACENT

CONSTRUCTION.

20. REMOVE EXPANSION JOINT ASSEMBLY AND INSTALL NEW

EXPANSION JOINT WITH FIELD FABRICATED COVER.

21. REMOVE WOOD BLOCKING, FOAM AND ROOFTOP DUCT

SLEEPER SUPPORTS AS REQUIRED FOR NEW WORK.EXISTING

MECHANICAL EQUIPMENT TO BE SET ON NEW STAND OR

SLEEPERS. (NO CURB)

22. REINSTALL OUT WIRE SUPPORTS WITH NEW PITCH POCKET

ASSEMBLY.

23. REFER TO DETAIL: A1/A-151 (SIMILAR.)

24. REFER TO DETAIL:C3/A-150 (SIMILAR.)

25. REFER TO DETAIL: B1/A150 (SIMILAR.)

26. EXISTING WINDOW BELOW.

27. SLOPING PARAPET WALL. MATCH EXISTING SLOPE.

28. NEW ROOF CAST DRAINS WITH LARGE EXTENDED TAPERED

INSULATION SUMP AND PERFORATED STAINLESS STEEL

EXTENSION.TAPER FLOOR OF TRENCH TO ROOF DRAIN.

INSULATION THICKNESS AT THE DRAIN SHALL BE 1-1/2" &

INSULATION AT TOP OF DRAIN SHALL BE 3"

29. REMOVE EXISTING PLYWOOD DECKING AND PROVIDE NEW

METAL DECKING AND SUPPORTS AS REQUIRED AT CANOPY.

PAINT UNDERSIDE OF EXPOSED DECKING. COLOR TBD.

REINSTALL ANY CAMERAS, LIGHTING FIXTURES AND

EQUIPMENT.

30. GUTTER AND DOWNSPOUT ASSEMBLY. EXTEND TO ROOF

BELOW. PROVIDE NEW CONCRETE SPLASH BLOCK AT OUTLET

WITH WALKING PAD BELOW.

31. REMOVE EXISTING GUTTER ASSEMBLY AND PREP AREA TO

RECEIVE NEW GUTTER AND DOWNSPOUT. EXTEND TO GRADE

BELOW, PROVIDE NEW CONCRETE SPLASH BLOCK.

32. REMOVE EXISTING GUTTER ASSEMBLY AND PREP AREA TO

RECEIVE NEW GUTTER. CONNECT DOWNSPOUT OUTLET BACK TO

EXISTING IN WALL DRAINAGE SYSTEM.

33. STEPPED FLASHING ALONG SLOPED ROOF.

TYPICAL ROOFING ASSEMBLIES

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS-MAT FIBER REINFORCED GYPSUM BOARD

· EXISTING FLAT METAL DECK

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· EXISTING CONCRETE DECK

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS-MAT FIBER REINFORCED GYPSUM

BOARD

· EXISTING TECTUM ACOUSTICAL DECK

R1 R2

R4 R5

R10 R12

R13

R15

R18

R19

R17

R20

R21

R16

R11R14

R22

R23 R24

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (1) LAYERS OF 2.5" RIGID INSULATION (R-17.1 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· EXISTING CONCRETE DECK

· EXISTING 2" RIGID INSULATION AT UNDERSIDE OF SLAB

R26

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· EXISTING SLOPED ROOFING SYSTEM (GYM /STAIRS)

R25

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" PROTECTION BOARD

· TAPERED INSULATION TO DRAIN

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS MAT GYPSUM SHEATHING

· NEW METAL DECK -

· (EXISTING CANOPY)

R27 R28

R29

· FULLY ADHERED MEMBRANE ROOFING

· TAPERED INSULATION TO DRAIN

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS MAT GYPSUM SHEATHING

· EXISTING DECK AT EXISTING CANOPY

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS-MAT FIBER REINFORCED GYPSUM

BOARD

· EXISTING FLAT GYPSUM DECK

· FULLY ADHERED MEMBRANE ROOFING

· 1/2" HIGH DENSITY PROTECTION BOARD

· (2) LAYERS OF 2.5" RIGID INSULATION (R-34.2 MIN.)

· FULLY ADHERED AIR & VAPOR BARRIER

· 5/8" GLASS-MAT FIBER REINFORCED GYPSUM BOARD

· EXISTING GYPSUM SLOPED DECK

GENERAL ROOF DEMOLITION NOTES

A. THESE NOTES ARE FOR INTENT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

REMOVING ALL QUANTITIES OF ALL ITEMS AS REQUIRED TO COMPLETE THIS PROJECT AS

SHOWN ON THE CONSTRUCTION DOCUMENTS.

B. ALL SURFACES DISTURBED BY DEMOLITION AND NEW CONSTRUCTION OPERATIONS SHALL

BE PATCHED, REPAIRED AND BLEND TO MATCH WITH EXISTING ADJACENT SURFACES

U.O.N

C. ALL CUTTING, PATCHING AND DEMOLITION REQUIRED BY ALL TRADES FOR THIS PROJECT

IN NEW AND EXISTING AREAS SHALL BE PERFORMED BY THE CONTRACTOR.

D. DISCONNECT AND/OR DISABLE ALL AFFECTED UTILITIES PRIOR TO COMMENCING WORK.

ALL ABANDONED UTILITY LINES (PLUMBING,ELECTRICAL, DATA, ALARM) SHALL BE CUT

AND CAPPED BELOW FLOOR LINE,ROOF DECK OR BEHIND WALL LINE. FLOOR OR WALL

SHALL BE FINISHED TO MATCH EXISTING ADJACENT SURFACES.

E. AT NO TIME SHALL THE CONTRACTOR REMOVE MORE OF THE EXISTING ROOF THAN WHAT

CAN BE INSTALLED IN NEW ROOFING BY THE END OF WORKDAY. CONSIDER WEATHER

FORECAST PRIOR TO REMOVALS EACH DAY.

F. ALL FLASHED ROOF PENETRATIONS MARKED EXISTING TO REMAIN (HOODS, EXHAUST

FANS, STACK VENTS, SKYLIGHTS ETC.) SHALL BE EVALUATED ON A CASE BY CASE BASIS

TO DETERMINE IF AN 8" MINIMUM CLEARANCE FROM ROOF TO FLASHING CAN BE

MAINTAINED WITH UNITS FALLING SHORT TO BE TEMPORARILY REMOVED AND STORED SO

THAT BLOCKING SUFFICIENT TO RAISE THE UNIT TO 8" MINIMUM CLEARANCE CAN BE

INSTALLED.

G. ALL DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. COORDINATE WITH NEW WORK.

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

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W A

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MARCH 04, 2026 25067

R O

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O F

PARTIAL ROOF PLAN - A

A-1R1

GGGGGG

GGGGGGGGGGGGGGGG

G G

GGGGGGGGGGGGGG

G G

MATCH LINE A-1R1

MATCH LINE A-1R2

MATCH LINE A-1R1

MATCH LINE A-1R2

R12

R10

R13

R14

R9 R25

R15 R16

R22

R21

VS.

EF.

RD.RD.

IV.IV.

IV. IV.

EF.

VS.IV.

RD.

EF.

EF. DV.

VS.

EF.RD.

DUCT

EF. EF.

LOW

B4 A-150

B5 A-150

TYP.

C4 A-152

C3 A-152

SIM

A1 A-151

LOW

SIM

EF.

VS.VS.

2 2

A1 A-151

LOW

SIM

C4 A-150

D4 A-150

HIGH

LOW

D2 A-150

C4 A-150

LOW/SIM

TYP.

C1 A-151

SIM

D1 A-150

HIGH/LOW

SV.

C3 A-151

HIGH

A-150

C3 A-150

A4 A-152

C3 A-151

C3 A-150

C3 A-150A1

A-151

C3 A-150

LOW

DUCT

RD. RD.

RD.RD.

H.P.

L.P. 26

H.P.

L.P.

H.P.

L.P.

EX. FAN.

EF.

VS.

RD.

RD.RD.

EF.

1/4"/1'-0"1/4"/1'-0"

RD.

RD.RD.RD.RD.

RD.

RD. RD. RD. RD.

RD.RD. RD.

1'-

EF.

C4 A-150

D4 A-150

HIGH

LOW

1/4"/1'-0"1/4"/1'-0"

RD.

EF.

VS.

2 2 2 2

2 22

EF.

2 2

C3 A-150

SIM

C4 A-150

D4 A-150

LOWHIGH

EF.

RTU.

2 2

3 61

EF.

HATCH

EF.

VS.

EF.

A1 A-151

LOW

3 61

A3 A-150

3 61

A1 PARTAIL ROOF PLAN

SCALE: 1/16" = 1'-0"

A1 A-101

RD.RD.

EF.

CHIM

EF.

EF. EF.

EF.

RTU

VS. VS.

VS.

EF.

VS.

2 2

C3 A-150

HIGH

SIM.

EF.

RTU

RD.

RD. RD.

2 2

3 61 10

-0

17 17

-0

VS.

-0

3 61 10

-0

H.P.

-0

TYP.

-0

EF.

-0

EF.

VS.

EF.

1' -0

-0

R27

H.P.

C3 A-151

SIM

A2 A-152

SIM

1'-

1/4"/1'-0"1/4"/1'-0"1/4"/1'-0"1/4"/1'-0"

1/4"/1'-0"1/4"/1'-0"

-0

. W

H W

W B

1/4"/1'-0" 1/4"/1'-0"

H.P. H.P.

H.P.

N B

REFER TO A-1R1 FOR ROOF CONSTRUCTION NOTES

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

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G A

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A N

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MARCH 04, 2026 25067

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PARTIAL ROOF PLAN - B

A-1R2

X X

Y Y

Z Z

ZZ ZZ

X1 X1

Y1 Y1

Z1 Z1

X2 X2

QQQ

Q QQ

Q Q

Q QQ

Q Q

ZZ ZZ

Z1 Z1

ZZ1

Q Q

ZZ1

Q Q QQ

X X X

Y Y YZ Z Z

ZZX1Y1Z1

1X2

Y1 Y1

ZZ1

ZZ2

ZZ3

ZZ1

ZZ2

X3Q

Q Q

ZZZ

Z1ZZ

1X2

Y2 Z2

Q Q

X X

Q Q

X Y

X X

Z1 Z1

Q Q Q

Q Q

X X

Y Y

Z Z

ZZ ZZ

ZZ1

X X

Y Y

Z Z

X1 Y1

Q Q

Y Z

Z ZZ ZZZZ ZZ ZZZZ

Q Q

QQQ Q

Q Q

Y Y

ZZ ZZ

X1 X1

Y1 Y1

Z1 Z1

ZZ1 ZZ1

ZZ1

X2 X2 X2 X2

Q Q

QQQ

Q Q

QQ1

ZZ1

X2 Y2

Q Q

ZZ1

Q Q

X Y

Y1 Y1

ZZ1

Q Q

QQ Q

Q Q

Q1 Q

4.8" FLAT 2.2"+2.6"

A1 TAPER INSULATION PLAN

SCALE: NTS

4.8" FLAT 2.2"+2.6"

1/2" CONTINUOUS HIGH DENSITY INSULATION PROTECTION BOARD

INCLUDED FOR ALL ROOF AREAS SHOWN

5.4 0"

Y 6.4

Z 7.4

Z 8.4

4.00" FILL

9.4 0"

.40

4.00" FILL

.40

4.00" FILL

.40

4.00" FILL

.40

" 22 .40

2.20" BASE

Q 0.5

2.5

4.00" FILL

4.5 0"

QQ1

6.5 0"

4.00" FILL

8.5 0"

.50

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

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G A

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MARCH 04, 2026 25067

R O

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OVERALL TAPER PLAN

TP-1R1

CONSTRUCTION NOTES NOTES

1. REMOVE AND REPLACE TRANSLUCENT WALL PANEL ASSEMBLY INCLUDING BUT NOT

LIMITED TO: PANELS, FLASHING NEW P.T. BLOCKING AND ALL ASSOCIATED HARDWARE.

2. TEMPORARILY DISCONNECT MECHANICAL THRU WALL/THRU PANEL DUCT ASSEMBLIES

FOR INSTALLATION OF NEW TRANSLUCENT PANEL SYSTEM . REINSTALL MECHANICAL

DUCT ASSEMBLIES WITHIN THE NEW FRAMING ASSEMBLIES

3. DUCT PENETRATION IN TRANSLUCENT PANEL ASSEMBLY. COORDINATE WITH EXISTING

DUCT CONDITIONS IN FIELD AND TRANSLUCENT PANEL MANUFACTURER. TYPICAL.

4. EXISTING SKYLIGHT ABOVE SHOWN FOR REFERENCE ONLY. SKYLIGHT TO REMAIN.

5. EXISTING WALL EXPANSION JOINT ASSEMBLY TO REMAIN.

TRANSLUCENT PANEL NOTES

A. TRANSLUCENT INSULATED FIBERGLASS SANDWICH PANEL WALL SYSTEM

· THICKNESS: 2 3/4"

· EXTERIOR FACE: TBD

· INTERIOR FACE: TBD

· GRID:TBD

· "U" FACTOR:TBD

· LIGHT TRANSMISSION:TBD

· COLOR INSERTS:

· WIDTH AND HEIGHT TOLERANCE = ± 3/32"

B. THE GLAZING JOINT SHALL COMPLY WITH THE DEFLECTION LIMITATION OF IBC TABLE

1604.3 FOR EXTERIOR WALLS WITH FLEXIBLE FINISHES - L/120 PER ASTM E-330.

C. WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT AGAINST GALVANIC

ACTION BY PAINTING CONTACT SURFACES WITH PRIMER OR BY APPLYING SEALANT OR

TAPE RECOMMENDED BY SEALANT MANUFACTURER.

D. CONTRACTOR TO VERIFY ALL EXISTING BLOCKING FRAMING IN STUDENT COMMONS FOR

THE ATTACHMENT OF NEW TRANSLUCENT

E. WALL PANEL SYSTEM. VERIFY EXISTING BLOCKING CAN BE USED.REPLACE ANY

DAMAGED BLOCKING/ FRAMING AS REQUIRED FOR NEW PANEL SYSTEM. COORDINATE

WITH TRUCULENT PANEL MANUFACTURER.

F. CONTRACTOR AND MANUFACTURER: AFTER INSPECTION OF SITE SHALL PROVIDE LIST OF

NEW EQUIPMENT THAT WILL BE REQUIRED FOR ALL NEW WORK OF NEW TRANSLUCENT

WALL PANEL SYSTEMS TO BE REMOVED AND REPLACED WITH NEW,INCLUDING BUT NOT

LIMITED TO: PANELS, ATTACHMENTS, FASTENERS, FLASHING AND DETAILS ETC.

G. INSTALL THE PANEL SYSTEM IN ACCORDANCE WITH THE MANUFACTURERS FABRICATION

DRAWINGS.

N A1

D1 B1

GENERAL DEMOLITION NOTES

A. THESE NOTES CONVEY INTENT ONLY. CONTRACTOR IS RESPONSIBLE FOR

REMOVING ALL QUANTITIES OF ALL ITEMS AS REQUIRED TO COMPLETE THIS

PROJECT AS SHOWN ON THE CONSTRUCTION DOCUMENTS.

B. ALL CUTTING, PATCHING,REMOVALS & DEMOLITION REQUIRED BY ALL TRADES

FOR THIS PROJECT IN NEW AND EXISTING AREAS SHALL BE PERFORMED BY

THE CONTRACTOR.

C. DISCONNECT OR DISABLE ALL AFFECTED UTILITIES PRIOR TO COMMENCING

WORK. ALL ABANDONED UTILITY LINES (PLUMBING, ELECTRICAL, DATA,

ALARM) SHALL BE CUT & CAPPED BELOW FLOOR LINE OR BEHIND WALL

LINE.(INCLUDING BUT NOT LIMITED TO DUCT WORK, HYDRONIC PIPING ETC.)

FLOOR OR WALL SHALL BE PATCHED & FINISHED TO MATCH ADJACENT

SURFACES.

D. ALL EQUIPMENT, WHETHER SCHEDULED FOR SALVAGE OR TO BE DISPOSED

OF, SHALL BE DISCONNECTED BY THE APPROPRIATE M.E.P. TRADE(S) PRIOR

TO REMOVAL. ALL ASSOCIATED ACCESSORIES FOR SALVAGED ITEMS TO BE

STORED WITH THE ITEM.

E. ALL DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.

F. ALL WORK TO BE DONE DURING OFF BUSINESS HOURS. FACILITY WILL REMAIN

OPEN AND OCCUPIED DURING ALL PHASES OF CONSTRUCTION.

G. FLOOR PLANS FOR REFERENCE ONLY.

H. PROVIDE ALL PROPER SAFETY FENCING TO CORDON OFF WORK AREA AND TO

PROTECT STUDENTS AND GENERAL PUBLIC.

I. PROVIDE TEMPORARY PROTECTION DURING WORK TO ENSURE FLOORS AND

WALLS ARE NOT DAMAGED DURING THE CONSTRUCTION.

J. ENSURE ANY TEMPORARY OPENINGS ARE PROPERLY WEATHER PROOFED

AND SECURED

A1 CONSTRUCTION PLAN

SCALE: 3/32" = 1'-0"

4 12

1 A1 A-301

B1 A-301

D1 A-301

C1 A-301

'-2

130'-0" VERIFY IN FIELD

C5 A-301

TYPICAL

E1 A-301

C4 A-301

TYPICAL

TRANSLUCENT PANEL

CONSTRUCTION PLAN

AS NOTED RMR PAL

A-101

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

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A5 TYPICAL GAS PIPE DETAIL

SCALE: NOT TO SCALE

NOTE: CONTRACTOR SHALL HIRE A

PLUMBER CONTRACTOR TO RAISE GAS

PIPING. ALL PIPING TO BE INSPECTED

AND TESTED.

E G

A S

" A

E Q

GAS PIPING BY PLUMBER

PIPE SUPPORT ASSEMBLY. GAS PIPING

TO BE PAINTED YELLOW. SET ON A

WALKING PAD.

WALKING PAD

LAP SEALANT

STAINLESS STEEL CLAMP

2" WIDE MEMBRANE

UNDER CLAMP

C2 A-151

SIM.

EXISTING ROOF TOP UNIT

EXISTING STEEL PIPE

EXISTING STEEL ANGLE

EXISTING GUSSET PLATE

EXISTING STEEL DUNNAGE

8" MIN.

A3 TYPICAL STEEL DUNNAGE DETAIL

SCALE: 1-1/2" = 1'-0"

A-150 SIM.

EXISTING FIREWALL

EXISTING BUILDING

1'-0" VIF

FIELD FABRICATED WALL/ROOF

EXPANSION JOINT COVER AND

COMPRESSIBLE TUBE WITH

COMPRESSIBLE INSULATION AND

INSULATION RETAINER

EXISTING DECK

B5 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"B4 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"B2 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

FIELD FABRICATED CURB/WALL

EXPANSION JOINT COVER AND

COMPRESSIBLE TUBE WITH

COMPRESSIBLE INSULATION AND

INSULATION RETAINER

SEALANT

ROOFING MEMBRANE & ADHESIVE

FLASHED UP WALL

EXISTING WALL ASSEMBLY

METAL FLASHING WITH DRIP EDGE

ROOFING MEMBRANE TERMINATION

BAR WITH SEALANT

METAL FLASHING

A1 A-151

SIM.

B1 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING WALL ASSEMBLY

C5 TYPICAL ROOF LADDER DETAIL

SCALE: 1-1/2" = 1'-0"

A4 A-151

1-1/2" I.D. GALVANIZED PIPE

RAIL - PAINTED COLOR T.B.D.

GALVANIZED STEEL RAIL

BRACE WELDED TO LADDER -

PAINTED COLOR T.B.D.

5/8" ROUND HANDLEBAR

O.S.H.A. COMPLAINT METAL

PLATFORM LADDER

1-1/4" BAR GRATING

PLATFORM

GALVANIZED STEEL LADDER

BACK BRACKETS

-PENETRATION

ANCHOR TO FACE OF DECK.

COORDINATE PENETRATION

THROUGH MEMBRANE

ASSEMBLY & INSULATION

W/ROOFER.

NOTES:

1. FIELD VERIFY ALL LADDER DIMENSIONS &

LOCATIONS BEFORE INSTALLATION WITH OWNER

2. FOR ALL NEW LADDERS PROVIDE BRACKETS.

ANCHOR BACK TO STRUCTURE.

3. ALL LADDERS SHALL BE 1-1/2" I.D. GALVANIZED

PIPE RAIL PAINTED. COLOR TO BE DETERMINED.

TYPICAL.

3" 3'-0"

1 2"

2' -9

1'-

11 4

1'-

EXISTING WALL

ASSEMBLY

A1 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

FIELD FABRICATED CURB/WALL

EXPANSION JOINT COVER AND

COMPRESSIBLE TUBE WITH

COMPRESSIBLE INSULATION AND

INSULATION RETAINER

SEALANT

ROOFING MEMBRANE & ADHESIVE

FLASHED UP WALL

EXISTING WALL ASSEMBLY.(BEYOND)

METAL FLASHING WITH DRIP EDGE

ROOFING MEMBRANE TERMINATION

BAR WITH SEALANT

METAL FLASHING

A1 A-151

SIM.

C1 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING WALL ASSEMBLY

EXISTING CONCRETE DECK

EXISTING BRICK VENEER

EXISTING BRICK ANGLE

A1 A-151

SIM.

C3 TYPICAL PARAPET DETAIL

SCALE: 1-1/2" = 1'-0"

VARIES

V.I.F.

C2 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

FORMED METAL COPING AT SLOPED WALL

2X P.T. BLOCKING ANCHORED TO DECK

PRE-FINISHED METAL FASCIA (SLOPED)

EXTENSION &RETAINING CLIP. COLOR TO

BE DETERMINED FROM MANUFACTURES

FULL RANGE.

A1 A-151

SIM.

D1 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING CMU

3/4" KICK WITH HEMMED EDGE

2X P.T. BLOCKING ANCHORED TO DECK

FIELD FABRICATED ROOF EXPANSION

JOINT COVER AND COMPRESSIBLE TUBE

WITH COMPRESSIBLE INSULATION AND

INSULATION RETAINER

1 2"

EXISTING ROOF DECK

EXISTING COLUMN

D2 EXP. JOINT ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

C4 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

A4 A-151

A5 A-151

D4 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING STRUCTURE

EXISTING METAL DECK

STAINLESS STEEL FASTENERS

12" O.C. 2ND ROW @ 24" O.C

2X P.T. BLOCKING ANCHORED TO DECK

PRE-FINISHED METAL FASCIA

EXTENSION &RETAINING CLIP. COLOR TO

BE DETERMINED FROM MANUFACTURES

FULL RANGE.

ROOFING MEMBRANE & ADHESIVE UP

AND OVER PARAPET

FASCIA EXTENSION NAILED AT 6" O.C.

COLOR TO MATCH FASCIA. EXTEND 4"

PAST TOP OF BRICK

3/4" KICK WITH HEMMED EDGE

5/8" EXTERIOR GRADE PRESSURE

TRATED PLY WOOD

NEW CONTINUOUS ALUMINUM CLIP

NAILED AT 6" O.C. COVER BOTTOM

EDGE OF PLYWOOD

TRANSLUCENT PANEL

FASTENER AND PLATE @ 12" O.C.

PRESSURE-SENSITIVE CURB WRAP W/ 6"

WIDE FACTORY -APPLIED TAPE

TRANSLUCENT PANEL

FLASHING

A1 A-151

SIM.

EXISTING WALL ASSEMBLY

2X P.T BLOCKING ANCHORED TO TOP OF

WALL.

PRE-FINISHED METAL SLOPED COPING

ASSEMBLY.

2X P.T. BLOCKING ANCHORED TO TOP OF

WALL

EXISTING WALL ASSEMBLY

PRE-FINISHED METAL FASCIA EXTENSION

&RETAINING CLIP. COLOR TO BE

DETERMINED FROM MANUFACTURES

FULL RANGE.

ROOFING MEMBRANE & ADHESIVE UP

WALL AND OVER PARAPET

A5 A-151

ROOFING MEMBRANE & ADHESIVE

UNDER EXISTING FLASHING

5/8" EXTERIOR GRADE PRESSURE

TREATED PLY WOOD ATTACHED TO

EXISTING WALL

EXISTING METAL

SKYLIGHT ASSEMBLY

EXISTING WALL ASSEMBLY

EXISTING DECK

" M

A2 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING WINDOW SILL

C4 A-301

SIM.

C4 A-301

SIM.

EXISTING WALL ASSEMBLY

EXISTING METAL DECK

2X P.T. BLOCKING ANCHORED TO DECK

PRE-FINISHED METAL FASCIA

EXTENSION & RETAINING CLIP. COLOR

TO BE DETERMINED FROM

MANUFACTURES FULL RANGE.

ROOFING MEMBRANE & ADHESIVE UP

AND OVER PARAPET

EXISTING DECKING

EXISTING WALL ASSEMBLY

FORMED METAL COPING AT TOP OF WALL.

SLOPED TO DRAIN.

PRE-FINISHED METAL FASCIA EXTENSION &

RETAINING CLIP. COLOR TO BE DETERMINED

FROM MANUFACTURES FULL RANGE.

VARIES

V.I.F.

P.T. BLOCKING AS

REQUIRED FOR THE UNIT TO

8" MIN. ABOVE THE ROOF

COPING DRIP EDGE

EXISTING METAL FLASHING

AT SKYLIGHT

2X P.T. BLOCKING ANCHORED TOP OF WALL

DECK

PRE-FINISHED METAL FASCIA EXTENSION & RETAINING

CLIP. COLOR TO BE DETERMINED FROM MANUFACTURES

FULL RANGE.

A5 A-151

SIM.

A5 A-151

SIM.

A4 A-151

SIM.

A5 A-151

SIM.

1/4"/ 1'-0"

2X P.T. BLOCKING ANCHORED TO DECK

1/4"/ 1'-0"

A1 A-151

SIM.

CONTINUOUS FLAT STOCK STEEL PLATE

ATTACHED TO ROOF DECK

SIM.

CONTINUOUS FLAT STOCK

STEEL PLATE ATTACHED

TO ROOF DECK

SIM.

PROVIDE NEW FLASHING METAL PANEL

MATCH FASCIA COLOR

1'-

FASCIA EXTENSION NAILED AT 6" O.C.

COLOR TO MATCH FASCIA.

2X P.T. BLOCKING ANCHORED TO TOP OF

EXISTING WALL ASSEMBLY.

2X P.T. BLOCKING

ANCHORED TO DECK

D3 PARAPET DETAIL

SCALE: 1-1/2" = 1'-0"

.I.

EXISTING WALL ASSEMBLY

2X P.T. BLOCKING ANCHORED TO EXISTING

WALL STRUCTURE

PRE-FINISHED METAL FASCIA

EXTENSION & RETAINING CLIP. COLOR

TO BE DETERMINED FROM

MANUFACTURES FULL RANGE.

ROOFING MEMBRANE & ADHESIVE UP

WALL AND OVER PARAPET

ROOF MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP

5/8" GLASS-MAT GYPSUM SHEATHING

RIGID ROOD INSULATION BASE LAYERS

AND TAPERED INSULATION (VARIES)

1/2" HIGH DENSITY COVER BOARD

EXISTING METAL DECK

ROOF MEMBRANE

REINFORCED PERIMETER FASTENING

STRIP

5/8" GLASS-MAT GYPSUM SHEATHING

RIGID ROOD INSULATION BASE LAYERS

AND TAPERED INSULATION (VARIES)

1/2" HIGH DENSITY COVER BOARD

3/4" KICK WITH HEMMED EDGE

PROVIDE NEW FLASHING COPING. COLOR

TBD

SEALANT

SLOPE TO DRAIN

PROVIDE NEW FLASHING COPING. COLOR

TBD

SLOPE TO DRAIN

GROMMETED FASTENER

SLOPE TO DRAIN

B R

A N

D P

U B

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H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

O F

ROOF DETAILS

A-150

ADD NEW INTEGRAL CURB MOUNTED

SAFETY RAIL WITH GATE

NEW ROOF HATCH

P.T. WOOD BLOCKING

FLASH FULLY OVER BLOCKING

NOTE: PROVIDE NEW WALL MOUNTED

INTERIOR FIXED WALL LADDER AND

BRACKETS IN EXISTING LOCATION. EXACT

HEIGHT FROM FLOOR TO TOP OF ROOF

LHATCH TO BE VERIFIED IN FIELD

'-7

1 2" M

D4 TYPICAL HATCH DETAIL

SCALE: 1-1/2" = 1'-0"

C3 TYPICAL END CLOSURE AT PARAPET DETAIL

SCALE: NOT TO SCALE

MASONRY NAIL-IN FASTENER WITH

STAINLESS STEEL PIN

1/2" TREATED PLY WOOD WITH

CHAMFER EDGE

MASONRY WALL

CONTINUOUS SEALANT

CLOSURE ANCHOR AT 4" O.C. EXTEND

UNDER COUNTER FLASHING

BUTYL TAPE

1 1/2"

A5 TYPICAL ROOF ASSEMBLIES

SCALE: 3" = 1'-0"

EXISTING METAL DECK

5/8" GLASS-MAT GYPSUM ROOF

SHEATHING

SELF-ADHERED MEMBRANE AIR & VAPOR

BARRIER

(2) BASE LAYERS OF 2.5" POLY-ISO

RIGID INSULATION. MECHANICALLY

FASTENED TO DECK

1/2" PER FOOT TAPERED POLY-ISO

INSULATION BOARD CRICKET

1/2" CONTINUOUS HIGH DENSITY

INSULATION PROTECTION BOARD

(R-2.5 MIN.)

MANUFACTURER'S BONDING ADHESIVE

EPDM MEMBRANE ROOFING

A4 TYPICAL PENETRATION DETAIL

SCALE: NTS

" M

4"4"

PENETRATION STRUCTURE

PRE-MANUFACTURED REINFORCED 2

COAT LIQUID FLASHING SYSTEM

SEALANT

CAP SHEET ROOFING

MEMBRANE

FLANGE (PRIME AND SET IN

MASTIC)

A5 A-151

COUNTERFLASHING PER MECHANICAL

EQUIPMENT MFR.

PRESERVATIVE TREATED

WOOD CURB

MEMBRANE LAP SPLICE

CONTINUOUS 1/2" HIGH DENSITY

INSULATION PROTECTION BOARD (R-2.5

MIN.)

CONTINUOUS BEAD OF LAP

SEALANT

PRESERVATIVE TREATED WOOD

BLOCKING

FLASH FULLY ADHERED AIR INFILTRATION

BARRIER OVER BLOCKING.

EXISTING EQUIPMENT

A5 A-151

C2 TYPICAL PITCH POCKET

SCALE: 3" = 1'-0"

MIN.

2" M

PRESSURE-SENSITIVE POURABLE SEALER

POCKET

ADDITIONAL 9" WIDE PRESSURE-SENSITIVE

FLASHING3"

POURABLE SEALER

LAP SEALANT

RIGID-ROOF INSULATION.

EXISTING DECK

A3 TYPICAL CURB FLASHING

SCALE: 3" = 1'-0"

RIGID-ROOF INSULATION.

B4 TYPICAL SKYLIGHT CURB

SCALE: 3" = 1'-0"

C1 GUTTER DETAIL

SCALE: 3" = 1'-0"

6" ALUMINUM GUTTER ASSEMBLY

METAL FLASHING WITH DRIP EDGE

CONTINUES METAL CLEAT

SEALANT

3" 3" MIN. LAP

EXISTING DECK

EXISTING BRICK

PRE-FINISHED ALUMINUM SHEET METAL

GUTTER DOWN TO GRADE WITH SPLASH

BLOCK

PROVIDE WALL BRACKETS TO HOLD

DOWNSPOUT

NEW P.T. WOOD BLOCKING

A5 A-151

PLANSECTION A

R.D.

UNDERDECK CLAMPING ASSEMBLY

OF ROOF DRAIN

BASKET STRAINER &

FLASHING CLAMP

CONTINUOUS ROOFING MEMBRANE

FLASHED UNDER BASKET STRAINER &

CLAMP.

SCHEDULED ROOFING MEMBRANE

ROOF VALLEY LIES CENTERED ON

STRUCTURAL STEEL (TYP.)

ROOF DRAINAGE CRICKETS

PRESERVATIVE TREATED WOOD

BLOCKING

CONTINUOUS TAPERED RIGID INSULATION

CANT TO TOP OF PERIMETER BLOCKING

(TYP.)

CONTINUOUS 1/2" HIGH DENSITY

INSULATION PROTECTION BOARD (R-2.5

MIN.)

FLASHING CLAMP ASSEMBLY.

OVERFLOW DRAIN OUTLET (WHERE INDICATED).

STRAINER BASKET.

CONTINUOUS BEAD OF WATER BLOCKING SEALANT.

LAP MEMBRANE MIN. 1/2" BEYOND INSIDE DIAMETER.

ROOF INSULATION BASE LAYER VARIES. SEE SCHEDULE.

MINIMUM INSULATION THICKNESS AT DRAINS IS 1-1/2 INCHES (R-8.5

MIN.) + 1/2" HIGH DENSITY POLYISO COVER BOARD (R-2.5) = R-11.

PROVIDE PIPE EXTENSIONS FOR ALL EXISTING PIPE

PENETRATIONS/DRAIN LOCATIONS. MATCH EXISTING PENETRATION

MATERIAL. COORDINATE WITH TAPERED INSULATION PLAN.

CONTINUOUS SEALANT

EXISTING ROOF DECK

CONTINUOUS INSULATION WITH BASE

LAYERS AND TAPER PER SCHEDULE

FLASH FULLY ADHERED AIR INFILTRATION

BARRIER OVER BLOCKING.

EXISTING METAL SKYLIGHT ASSEMBLY

VARIES VERIFY IN FIELD.

EXISTING WALL ASSEMBLY

EXISTING DECK

" M

CONTINUOUS BEAD OF LAP SEALANT

A1 A-151

SIM.

A5 A-151

RIGID-ROOF INSULATION.

D1 TYPICAL ROOF DRAIN DETAIL

SCALE: NTS

'-0

4'-0"

1/4"/ 1'-0"

EXISTING CONCRETE DECK

(2) BASE LAYERS OF 2.5" POLY-ISO

RIGID INSULATION. FULLY-ADHERED

1/2" PER FOOT TAPERED POLY-ISO

INSULATION BOARD CRICKET

1/2" CONTINUOUS HIGH DENSITY

INSULATION PROTECTION BOARD

(R-2.5 MIN.)

MANUFACTURER'S BONDING ADHESIVE

EPDM MEMBRANE ROOFING

1/4"/ 1'-0"

EXISTING TECTUM/GYPSUM DECK

1/2" PER FOOT TAPERED POLY-ISO

INSULATION BOARD CRICKET

1/2" CONTINUOUS HIGH DENSITY

INSULATION PROTECTION BOARD

(R-2.5 MIN.)

MANUFACTURER'S BONDING ADHESIVE

EPDM MEMBRANE ROOFING

1/4"/ 1'-0"

5/8" GLASS-MAT GYPSUM ROOF

SHEATHING

SELF-ADHERED MEMBRANE AIR & VAPOR

BARRIER

(2) BASE LAYERS OF 2.5" POLY-ISO

RIGID INSULATION FULLY-ADHERED TO

DECK.

SELF-ADHERED MEMBRANE AIR & VAPOR

BARRIER

(2) BASE LAYERS OF 2.5" POLY-ISO

RIGID INSULATION FULLY-ADHERED TO

DECK.

METAL DECK

CONCRETE DECK

TECTUM/GYPSUM DECK

ROOFING TERMINATION BAR WITH

SEALANT FASTENED 6"O.C. MAX 1/4"

GAP BETWEEN SECTIONS

A1 TYPICAL WALL DETAIL

SCALE: 3" = 1'-0"

EXISTING ROOF DECK

FASTENER AND PLATE @ 12" O.C.

PRESSURE-SENSITIVE CURB WRAP W/

6" WIDE FACTORY -APPLIED TAPE

RIGID-ROOF INSULATION.

MANUFACTURER'S BONDING ADHESIVE

A5 A-151

ROOF MEMBRANE ROOFING

FLASHED UP WALL

1/2" EXTERIOR GARDE

TREATED PLYWOOD

CAULK

COUNTER FLASHING 3" MIN. BELOW

TERMINATION BAR FASTENER

EXISTING PIPE

EXISTING ROOF DECK(VARIES)

EPDM ROOF MEMBRANE

PRE-MOLDED PRESSURE-SENSITIVE

PIPE SEAL

NOTE: EPDM PRIMER MUST BE APPLIED TO

MEMBRANE SURFACE PRIOR TO APPLYING

PRESSURE-SENSITIVE PIPE SEAL

STAINLESS STEEL CLAMPING RING AND

SCREW.

NOTE: PRE-MOLDED PIPE FLASHING MUST

HAVE INTACT RIB AT TOP EDGE

REGARDLESS OF PIPE DIAMETER

WATER CUT-OFF MASTIC.SLOPED TO SHED

WATER

1/2" HIGH DENSITY COVER BOARD

B3 TYPICAL DETAIL @ VENT PIPE PENETRATION

SCALE: 3" = 1'-0"

" M

" A

O F

FASTENER AND PLATE AROUND VENT PIPE

NOTE: PROVIDE PIPE EXTENSION AS

REQUIRED

PIPE BOOT

COUNTER FLASHING CUT INTO BRICK.

TYPICAL.

" M

ROOFING MEMBRANE

TAPE PRIMER

ROOFING TERMINATION BAR WITH

SEALANT FASTENED 6"O.C. MAX 1/4"

GAP BETWEEN SECTIONS

5/8" GLASS-MAT GYPSUM ROOF

SHEATHING

COUNTER FLASHING 3" MIN. BELOW

TERMINATION BAR FASTENER

1/2" CONTINUOUS HIGH DENSITY

INSULATION PROTECTION BOARD

BONDING ADHESIVE

EXISTING PARAPET WALL

MIN. 6" WIDE PRESSURE-SENSITIVE

FLASHING

WATER CUT-OFF MASTIC,

TYP.

LAP SEALANT, TYP.

EPDM MEMBRANE ROOFING

P.T. WOOD BLOCKING

RIGID-ROOF INSULATION.

EXISTING WALL ASSEMBLY

VARIES

.040" FORMED ALUMINUM OPEN

TOP SCUPPER W/ 4" DRAINAGE

SPOUT

1/2" HIGH DENSITY COVER

BOARD

A5 TYPICAL THRU WALL OVERFLOW

SCALE: NOT TO SCALE

A5 A-151

B R

A N

D P

U B

S C

H O

CONSULTANT:

DATE DESCRIPTION

REVISIONS:

DATE: JOB NUMBER:

DRAWING TITLE:

DRAWING NO.

SCALE: DRAWN BY: REVIEWED BY:

These documents have been prepared specifically for this project. Reproduction or other use of these documents is prohibited without the approval of the Architect.

ANTINOZZI ASSOCIATES, P.C.

271 Fairfield Avenue Bridgeport, Connecticut 06604 Tel: (203) 377-1300 Fax: (203) 378-3002 www.antinozzi.com

CERTIFICATION:

S C

H O

O L

G A

N D

U C

W A

A N

. M A

A N

, C O

N N

C U

MARCH 04, 2026 25067

R O

T N

O F

ROOF DETAILS

A-151

A2 OPEN SCUPPER DETAIL

SCALE: 1-1/2" = 1'-0"

SEALING MASTIC UNDER

SCUPPER - OVER MEMBRANE

METAL SCUPPER

COLLECTION BOX

FASTENERS UNDER HEM

OVERFLOW HOLE

GALVANIZED WATER COLLECTION BOX

WITH DOWN SPOUT TO GRADE WITH

CONCRETE SPLASH BLOCK

PRE-FINISHED METAL FASCIA

EXTENSION &RETAINING CLIP.

COLOR TO BE DETERMINED

FROM MANUFACTURES

FULL RANGE.

CRICKET

OUTSIDE CORNER ROOF ASSEMBLY

RIGID INSULATION REFER TO

TAPER INSULATION PLAN

EXISTING DECK

ROOFING

MEMBRANE

FASTENER AND PLATE PENETRATIONS

ADHESIVE

METAL FLASHING AS

REQUIRED

P.T. WOOD BLOCKING

FASTENED TO DECK

CLEAT FASTENER

ROOFING MEMBRANE UP AND

OVER BLOCKING

SET SCUPPER FLANGES IN BED OF

SEALANT

REVERSE VIEW METAL

SUPPER WITH COLLECTION

BOX

METAL SCUPPER

FASTENER

SEALANT EXISTING 2" INSULATION ADHERE TO

UNDERSIDE OF EXISTING SLAB

EXISTING 8" ROOF SLAB

EXISTING 2" RIGID INSULATION

ADHERED TO UNDERSIDE OF

EXISTING SLAB

EXISTING ACOUSTICAL TILE CEILING

EXISTING BEAM

EXISTING ROOF SLAB

3" 3" MIN. LAP

C4 GUTETR DETAIL AT OVERHANG

SCALE: 1-1/2" = 1'-0"

A4 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

C3 ROOF DETAIL

SCALE: 1-1/2" = 1'-0"

EXISTING WALL ASSEMBLY.

EXISTING WINDOW/PANEL ASSEMBLY

EXISTING FLASHING TO REAMIN MODIFY

AS REQUIRED FOR…

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File details come from the government source that posted it. Updated Apr 27, 2026.